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- W598769647 abstract "The dynamic response characteristics of the soil-pile system have been evaluated by resorting to lumped mass spring idealisation. The transfer matrix approach together with suitable iterative schemes have been used to study the soil-pile interaction effects. Analysis were performed to obtain solutions for the cases of piles embedded in the soils in which the soil modulus remain constant with depth. The results cover short, intermediate and long pile ranges. The factors which control the dynamic response characteristics of the soil-pile system have been discussed briefly.(a) for the covering abstract of this conference see IRRD 824029." @default.
- W598769647 created "2016-06-24" @default.
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- W598769647 date "1989-01-01" @default.
- W598769647 modified "2023-09-24" @default.
- W598769647 title "DYNAMIC ANALYSIS OF PILE FOUNDATIONS USING TRANSFER MATRIX METHODS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989" @default.
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